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Author: R. Abbott Document Number: AA-SM-001-004Check: Revision Level : IR
Date: 10/2/2010 Page: 1 of 2
1 General With Angles Cross Section
Loads NetFrom x From y From Total Element
Element x y x y Bending Bending End Load Stress(in) (in) (in) (in) (lb) (lb) (lb) (lb) (psi)
1 4.000 4.000 0.000 0.000 0 5754.5 -5754.5 0.0 0.0 0.02 4.000 4.000 5.000 5.000 0 1918.2 -1918.2 0.0 0.0 0.03 4.000 4.000 10.000 10.000 0 -1918.2 1918.2 0.0 0.0 0.04 4.000 4.000 15.000 15.000 0 -5754.5 5754.5 0.0 0.0 0.05 0.0 0.0 0.0 0.0 0.06 0.0 0.0 0.0 0.0 0.07 0.0 0.0 0.0 0.0 0.08 0.0 0.0 0.0 0.0 0.09 0.0 0.0 0.0 0.0 0.0
10 0.0 0.0 0.0 0.0 0.011 0.0 0.0 0.0 0.0 0.012 0.0 0.0 0.0 0.0 0.013 0.0 0.0 0.0 0.0 0.014 0.0 0.0 0.0 0.0 0.015 0.0 0.0 0.0 0.0 0.016 0.0 0.0 0.0 0.0 0.017 0.0 0.0 0.0 0.0 0.018 0.0 0.0 0.0 0.0 0.019 0.0 0.0 0.0 0.0 0.0
Mass = 200 lbMass moments of intertia calculated assuming constant density
Angle to X-Axis
-5 0 5 10 15 20
-5
0
5
10
15
20
y
x
Positive Moment around x-axis creates tension in upper fiber
Positive Moment around y-axis creates tension in RHS fiber
Author: R. Abbott Document Number: AA-SM-001-004Check: Revision Level : IR
Date: 10/2/2010 Page: 2 of 2
1 General With Angles Cross Section
Moment (about x-axis) = -100000 inlbMoment (about y-axis) = 100000 inlb
End load = 0 lb
Section Properties About Centroidal Axis Parallel to Original Axis
General Properties Area Moment of Intertia Radius of Gyration
A = 64.0 in² 2085.3 in⁴ 5.708 in
9.500 in 2085.3 in⁴ 5.708 in
9.500 in J = 4170.7 in⁴
9.5000 in Weight Moment of Inertia
9.5000 in
Total Height (y) = 19.000 in 6516.7 in⁴
Total Width (x) = 19.000 in 6516.7 in⁴J = 13033.3 in⁴
Ix = ρx =
xleft = Iy = ρy =
xright =
yupper =
ylower =
Ix =
Iy =
-5.0 0.0 5.0 10.0 15.0 20.0
-5.00
0.00
5.00
10.00
15.00
20.00
17.0017.00
13.00 13.00
12.0012.00
8.00 8.00
7.007.00
3.00 3.00
Column U2.00
-2.00 -2.00
-5.0 0.0 5.0 10.0 15.0 20.0
-5.00
0.00
5.00
10.00
15.00
20.00
17.0017.00
13.00 13.00
12.0012.00
8.00 8.00
7.007.00
3.00 3.00
Column U2.00
-2.00 -2.00
